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20.001-019_20 Mermaid Quay_Construction Issue_C2
Attached to the e-mail Combined Application MCU21/0128 & OPW21/0218 - DA Form 1 - Owners Consent - Form 15 - Plans - Registered Plan - 20 Mermaid Quay, Noosaville.
NOTES:
1. UNLESS NOTED OTHERWISE, ALL TIMBER SHALL BE DURABILITY
CLASS 1 OF APPROVED SPECIES AND HAVE STRESS GRADE OF F14.
2. UNLESS NOTED OTHERWISE, ALL CONSTRUCTION SHALL COMPLY WITH
THE ENVIRONMENTAL PROTECTION AGENCY'S OPERATIONAL POLICY
"BUILDING AND ENGINEERING STANDARDS FOR TIDAL WORKS".
1°18'30"
40.950
352°57'25"
LOT: 126 LOT: 298 LOT: 299 3. ALL STAINLESS STEEL BOLTS, SCREWS, RODS, ETC. SHALL BE APPROVED
39.769
RP: 842150 RP: 856170 RP: 856170 MARINE GRADE 316.
AREA: 750 m² ALL OTHER STEEL WORK, INCLUDING NUTS, BOLTS, WASHERS,
AND SCREWS SHALL BE HOT DIP GALVANIZED OR STAINLESS STEEL.
EXISTING 4. TOP OF PILES SHALL BE SEALED AND FULLY CAP FLASHED OR RINGED WITH
~8434 5822 REVETMENT AN ALUMINIUM ALLOY OR STAINLESS STEEL BAND.
1000
WALL
5. DIMENSIONS AND LEVELS SHALL NOT BE SCALED FROM THESE DRAWINGS.
7.322
8.474 268°32'30" 0.250 6. ALL LEVELS SHOWN ARE APPROXIMATE ONLY.
262°57'30" 1°18'30" B1
9000
1500 ALL LEVELS SHALL BE CONFIRMED ON SITE BY THE BUILDER PRIOR TO
0.296 CONSTRUCTION WORKS.
P1
P1
HANDRAIL TO DETAIL.
352°57'25" RIGID HANDRAIL TO
2617
J1 COMPLY WITH NOOSA 7. TIDAL LEVELS REFERENCE MARITIME SAFETY QLD. PUBLISHED TIDE DATA.
COUNCIL REGULATIONS. FLOOD LEVEL RECORD FROM BOM DATA.
SEABED ANCHOR B1
P1
TO DETAIL 8. C.O.S. DENOTES CONFIRM ON SITE.
P1
9000
2617
PROJECTED
BOUNDARY
J1
PROJECTED
BOUNDARY
P1 B1
J1 JETTY LOADING CRITERIA:
P1
2617
SEABED ANCHOR JETTY LIVE LOADS: = 2.0 kPa
TO DETAIL MERBAU TIMBER
B1 DECKING MOORED VESSEL (MAX.)
PROPOSED BY BUILDER LENGTH: = 5.0m
P2
P2
BOAT LIFT ~5381 PROPOSED 150 1200 WEIGHT: = 1500 Kg.
TYP.
~7525
150
BY OTHERS BOAT LIFT TYP. BERTHING VELOCITY: = 0.5m / Sec.
(3.2m x 7.0m) BY OTHERS 1500
(3.2m x 7.0m)
NOOSA WATERS FRAMING SCHEDULE
PIERS:
P1 - 200Ø HWD. PIER, H6 TREATED.
JETTY SITE PLAN JETTY FRAMING PLAN - 200Ø HWD. PIER, H6 TREATED. (TERMINATE PIER 600 ABOVE JETTY DECK)
1:100 1:100
BEAMS:
B1 - 150 x 75 F14 HWD. BEARER, H6 TREATED.
N
JOISTS:
J1 - 150 x 75 F14 HWD. JOISTS AT 450 CRS, H6 TREATED.
ALL EXPOSED TIMBER SHALL BE H6 TREATED.
DO NOT FIX JETTY
HANDRAIL TO DETAIL.
TO EXISTING
RIGID HANDRAIL TO TOP OF WALL
REVETMENT WALL
COMPLY WITH NOOSA RL 1.0m AHD
COUNCIL REGULATIONS.
TYP.
600
DECK
RL 1.00m H.A.T.
RL 0.44m AHD
P2
P1
P1
P1
EXISTING
REVETMENT WALL
P2
P2
STONE PITCHING SEABED
SEABED
TYP.
TYP.
3000
3000
JETTY SIDE ELEVATION JETTY RIVER ELEVATION
1:50 1:50
CONSTRUCTION
© THIS DRAWING IS PROTECTED ASSOCIATED CONSULTANTS PROJECT DRAWING TITLE
UNDER COPYRIGHT IN
ACCORDANCE WITH
AGREEMENT BETWEEN
LODESTAR MERIDIAN PTY LTD
NOOSA JETTY BUILDERS
JoB No: 1339
Address:
Long View PROPOSED NEW JETTY
20 MERMAID QUAY, NOOSAVILLE 4566
SITE PLAN, FRAMING PLAN, ELEVATIONS
T/AS LONG VIEW CONSULTING
L Consulting Engineers
REVISIONS
ENGINEERS AND THE CLIENT AS 20 MERMAID QUAY,
NAMED HEREIN. EXCLUSIVE NOOSAVILLE 4566, QLD Lodestar Meridian Pty Ltd T/as Long View Consulting Engineers
USE IS GRANTED UNDER THE
AGREEMENT ONLY FOR THE 2 CONSTRUCTION ISSUE C2 F.M. LOT: 298 RP: 856170 V Post: PO Box 963 Cooroy QLD 4563
DRAWN
S.T.
CHECKED
F.M.
APPROVED DATE
31/05/2021
SCALE BAR DRAWING SCALES
1:100, 1:50
DRAWING SIZE
A1 ORIGINAL
Client: JOHN HEERING ABN: 87 711 552 832
PROJECT. THIS DRAWING SHALL
NOT BE CONSTRUCTED UNLESS 1 CONSTRUCTION ISSUE C1 F.M. Mobile: 0414 681 676
DESIGNED CHECKED RPEQ / Cert. PROJECT NUMBER DRAWING NUMBER REVISION
DESCRIBED AS "CONSTRUCTION Email: [email protected]
ISSUE". No. DESCRIPTION REV. APP. Internet: www.longviewconsulting.com.au F.M. F.M. 19951 20.001-019 S03 C2
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